STAAD空间开始工作信息工程师日期12-Mar-13作业名社区资源中心79年底工作信息输入宽度单位计KN关节坐标1 0 0 0;2 6.88 0 0;3 0 0 3.27;4 6.88 0 3.27;5 0 0 6.54;6 6.88 0 6.54;7 0 0 9.81;8 0 6.88 9.81;9 0 0 13.08;10 0 6.88 13.08; 11 0 0 16.35; 12 6.88 0 16.35; 13 0 0 -2.97; 14 6.88 0 -2.97; 15 0 0 1.48; 17 -3.27 0 -2.97; 18 -3.27 0 1.48; 22 10.15 0 -2.97; 23 10.15 0 1.48; 24 6.88 0 1.48; 25 0 3.5 0; 26 6.88 3.5 0; 27 0 3.5 3.27; 28 6.88 3.5 3.27; 29 0 3.5 6.54; 30 6.88 3.5 6.54; 31 0 3.5 9.81; 32 6.88 3.5 9.81; 33 0 3.5 13.08; 34 6.88 3.5 13.08; 35 0 3.5 16.35; 36 6.88 3.5 16.35; 37 0 3.5 -2.97; 38 6.88 3.5 -2.97; 39 0 3.5 1.48; 40 -3.27 3.5 -2.97; 41 -3.27 3.5 1.48; 42 10.15 3.5 -2.97; 43 10.15 3.5 1.48; 44 6.88 3.5 1.48; 45 0 7 0; 46 6.88 7 0; 47 0 7 3.27; 48 6.88 7 3.27; 49 0 7 6.54; 50 6.88 7 6.54; 51 0 7 9.81; 52 6.88 7 9.81; 53 0 7 13.08; 54 6.88 7 13.08; 55 0 7 16.35; 56 6.88 7 16.35; 57 0 7 -2.97; 58 6.88 7 -2.97; 59 0 7 1.48; 60 -3.27 7 -2.97; 61 -3.27 7 1.48; 62 10.15 7 -2.97; 63 10.15 7 1.48; 64 6.88 7 1.48; 65 0 -2 0; 66 6.88 -2 0; 67 0 -2 3.27; 68 6.88 -2 3.27; 69 0 -2 6.54; 70 6.88 -2 6.54; 71 0 -2 9.81; 72 6.88 -2 9.81; 73 0 -2 13.08; 74 6.88 -2 13.08; 75 0 -2 16.35; 76 6.88 -2 16.35; 77 0 -2 -2.97; 78 6.88 -2 -2.97; 80 -3.27 -2 -2.97; 81 -3.27 -2 1.48; 82 10.15 -2 -2.97; 83 10.15 -2 1.48; 84 0 3.5 17.89; 85 6.88 3.5 17.89; 86 0 7 17.89; 87 6.88 7 17.89; 89 -2.46 7 16.35; 91 -2.46 3.5 16.35; 92 0 5.25 13.08; 93 -2.46 5.25 13.08; 94 0 1.75 13.08; 95 -2.46 1.75 13.08; 96 -2.46 0 13.08; 97 -2.46 0 16.35; 100 -2.46 -2 13.08; 101 -2.46 -2 16.35; MEMBER INCIDENCES 6 11 12; 7 13 14; 8 13 1; 9 1 3; 10 3 5; 11 5 7; 12 7 9; 13 9 11; 15 2 4; 16 4 6; 17 6 8; 18 8 10; 19 10 12; 22 13 17; 23 15 18; 24 18 17; 27 23 22; 28 14 22; 30 23 24; 31 2 14; 32 25 26; 33 27 28; 34 29 30; 35 31 32; 36 33 34; 37 35 36; 38 37 38; 39 37 25; 40 25 27; 41 27 29; 42 29 31; 43 31 33; 44 33 35; 45 26 28; 46 28 30; 47 30 32; 48 32 34; 49 34 36; 51 37 40; 52 39 41; 53 41 40; 54 43 42; 55 38 42; 57 43 44; 58 26 38; 59 45 46; 60 47 48; 61 49 50; 62 51 52; 63 53 54; 64 55 56; 65 57 58; 66 57 45; 67 45 47; 68 47 49; 69 49 51; 70 51 53; 71 53 55; 72 46 48; 73 48 50; 74 50 52; 75 52 54; 76 54 56; 78 57 60; 79 59 61; 80 61 60; 81 63 62; 82 58 62; 84 63 64; 85 46 58; 113 17 80; 114 1 65; 115 2 66; 116 22 82; 117 18 81; 118 13 77; 119 14 78; 120 23 83; 121 3 67; 122 5 69; 123 7 71; 124 9 73; 125 11 75; 126 12 76; 127 10 74; 128 8 72; 129 6 70; 130 4 68; 131 11 35; 132 35 55; 133 9 94; 134 33 92; 135 7 31; 136 31 51; 137 5 29; 138 29 49; 139 3 27; 140 27 47; 141 1 25; 142 13 37; 143 12 36; 144 36 56; 145 10 34; 146 34 54; 147 8 32; 148 32 52; 149 6 30; 150 30 50; 151 4 28; 152 28 48; 153 2 26; 154 14 38; 155 25 45; 156 57 37; 157 58 38; 159 18 41; 160 40 17; 161 60 40; 162 61 41; 163 23 43; 164 63 43; 165 22 42; 166 42 62; 170 55 86; 171 35 84; 172 36 85; 173 56 87; 175 55 89; 178 35 91; 180 92 53; 181 92 93; 182 94 33; 183 94 95; 184 96 100; 185 97 101; 186 97 91; 187 91 89; 188 96 95; 189 93 95; 192 26 46; DEFINE MATERIAL START ISOTROPIC CONCRETE E 2.17185e+007 POISSON 0.17 DENSITY 25 ALPHA 1e-005 DAMP 0.05 END DEFINE MATERIAL MEMBER PROPERTY INDIAN 8 TO 13 15 TO 19 22 TO 24 27 28 30 31 PRIS YD 0.3 ZD 0.23 6 7 PRIS YD 0.45 ZD 0.23 114 115 117 TO 157 159 162 TO 164 180 182 192 PRIS YD 0.45 ZD 0.23 113 116 160 161 165 166 184 TO 189 PRIS YD 0.3 ZD 0.23 40 45 53 54 67 72 80 81 PRIS YD 0.45 ZD 0.23 39 41 TO 44 46 TO 49 51 52 55 57 58 66 68 TO 71 73 TO 76 78 79 82 84 - 85 PRIS YD 0.35 ZD 0.23 32 TO 38 59 TO 65 PRIS YD 0.6 ZD 0.23 170 TO 173 175 178 181 183 PRIS YD 0.3 ZD 0.23 CONSTANTS MATERIAL CONCRETE ALL SUPPORTS 65 TO 78 80 TO 83 100 101 FIXED LOAD 1 LOADTYPE Dead TITLE DEAD LOAD SELFWEIGHT Y -1 FLOOR LOAD YRANGE -1.5 12 FLOAD -5 XRANGE -5 15 ZRANGE -10 20 GY MEMBER LOAD 6 TO 13 15 TO 19 22 TO 24 27 28 30 TO 49 51 TO 55 57 58 171 172 178 181 - 183 UNI GY -14 59 TO 76 78 TO 82 84 85 170 173 175 UNI GY -4 LOAD 2 LOADTYPE Live TITLE LIVE LOAD FLOOR LOAD YRANGE -1.5 20 FLOAD -1.5 XRANGE -20 20 ZRANGE -20 20 GY LOAD COMB 3 GENERATED INDIAN CODE GENRAL_STRUCTURES 1 1 1.5 2 1.5 LOAD COMB 4 GENERATED INDIAN CODE GENRAL_STRUCTURES 11 1 1.5 PERFORM ANALYSIS PRINT ANALYSIS RESULTS START CONCRETE DESIGN CODE INDIAN FC 20000 ALL FYMAIN 415000 ALL FYSEC 415000 ALL DESIGN BEAM 6 TO 13 15 TO 19 22 TO 24 27 28 30 TO 49 51 TO 55 57 TO 76 78 - 79 TO 82 84 85 170 TO 173 175 178 181 183 DESIGN COLUMN 113 TO 157 159 TO 166 180 182 184 TO 189 192 CONCRETE TAKE END CONCRETE DESIGN FINISH

map